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a. Reaction at column A. 42.5 KN 35 kN 41.25 KN 75 kN b. Moment at column A. 42.5 kNm 75 kNm 43.75 kNm 35 kNm c. Force at member GH. 42.5 kNm 43.75 kNm 41.25 kNm d. Force at member FE. -43.75 kNm 75 kNm -35 kNm -41.25 kNm e. Force at memeber FH. -43.75 kNm 75 kNm 42.5 kNm 41.25 kNm

a. Reaction at column A. 42.5 KN 35 kN 41.25 KN 75 kN b. Moment at column A. 42.5 kNm 75 kNm 43.75 kNm 35 kNm c. Force at member GH. 42.5 kNm 43.75 kNm 41.25 kNm d. Force at member FE. -43.75 kNm 75 kNm -35 kNm -41.25 kNm e. Force at memeber FH. -43.75 kNm 75 kNm 42.5 kNm 41.25 kNm

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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PLEASE DRAW AND LABEL PROPERLY THE FBD. THANK YOU.

From the frame loaded as shown. Solve the following:

a. Reaction at column A.
b. Moment at column A.
c. Force at member GH.
d. Force at member FE.
e. Force at memeber FH.

30KN 20kN- F A 42.5 kNm 75 kNm 43.75 kNm 35 kNm 1.5 m GH -3 m a. Reaction at column A. 42.5 KN 35 kN 41.25 KN 75 kN b. Moment at column A. c. Force at member GH. 42.5 kNm 43.75 kNm 41.25 kNm 3 m E CODO d. Force at member FE. -43.75 kNm 75 kNm -35 kNm -41.25 kNm e. Force at memeber FH. -43.75 kNm 75 kNm 42.5 kNm 41.25 kNm 1.5 m IC 3 m D B 2 m 6 m
Transcribed Image Text:30KN 20kN- F A 42.5 kNm 75 kNm 43.75 kNm 35 kNm 1.5 m GH -3 m a. Reaction at column A. 42.5 KN 35 kN 41.25 KN 75 kN b. Moment at column A. c. Force at member GH. 42.5 kNm 43.75 kNm 41.25 kNm 3 m E CODO d. Force at member FE. -43.75 kNm 75 kNm -35 kNm -41.25 kNm e. Force at memeber FH. -43.75 kNm 75 kNm 42.5 kNm 41.25 kNm 1.5 m IC 3 m D B 2 m 6 m
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